CN114033624A - Anti-typhoon wind power generation equipment fixing base - Google Patents
Anti-typhoon wind power generation equipment fixing base Download PDFInfo
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- CN114033624A CN114033624A CN202111436633.3A CN202111436633A CN114033624A CN 114033624 A CN114033624 A CN 114033624A CN 202111436633 A CN202111436633 A CN 202111436633A CN 114033624 A CN114033624 A CN 114033624A
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- wall
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/22—Foundations specially adapted for wind motors
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Abstract
The invention discloses a fixing base of anti-typhoon wind power generation equipment, which comprises a base main body, a reinforcing mechanism, four supporting columns, a supporting column rod and a supporting ring, wherein the reinforcing mechanism is coated on the outer wall of the base main body, the four supporting columns are positioned on four sides of the reinforcing mechanism, the supporting column rod is positioned at the top of the base main body, and the supporting ring is positioned on the outer wall of one side of the supporting column rod. According to the invention, the reinforcing mechanisms at one ends of the four supporting columns are movably connected, the reinforcing piles are inserted into the ground through the inserting ports formed in the two sides of the bottom of the reinforcing block, then the anti-falling ground piles are inserted into the inner wall of the settlement hole, the anti-falling ground piles are hammered into the ground through the pile driving block by using the pile driver, the four supporting columns can be firmly fixed on the ground and can support the reinforcing mechanisms, and the reinforcing mechanisms are fixed on the outer wall of the base main body, so that the stabilizing effect of the base main body is improved, and the wind generating set is prevented from being pulled up together when encountering typhoon.
Description
Technical Field
The invention relates to the field of wind power generation, in particular to a fixing base of anti-typhoon wind power generation equipment.
Background
The principle of wind power generation is that wind power drives windmill blades to rotate, and then the rotating speed is increased through a speed increaser to promote a generator to generate electricity. In order to improve the efficiency of wind power generation, the length of the blades of the wind turbine generator system is continuously increased, and the wind turbine generator system is required to be installed at a high altitude, so that a fixing base with good stability is required.
The existing wind power generation equipment is usually installed at a position with wind all the year round, but the condition of overlarge wind power is difficult to avoid, the efficiency of wind power generation is improved due to the overlarge wind power, the load of a wind power generation base is improved similarly, the wind power generation equipment is easy to be pulled up together when typhoon occurs, even a bracket of the wind power generation is broken, and therefore the foundation of the wind power generation equipment capable of resisting the typhoon is needed.
Disclosure of Invention
The invention aims to provide a fixing base of anti-typhoon wind power generation equipment, and aims to overcome the defects in the technology.
In order to achieve the above purpose, the invention provides the following technical scheme: a fixing base of an anti-typhoon wind power generation device comprises a base main body, a reinforcing mechanism, four supporting columns, a supporting column rod and a supporting ring, wherein the reinforcing mechanism is coated on the outer wall of the base main body, the four supporting columns are positioned on four sides of the reinforcing mechanism, the supporting column rod is positioned at the top of the base main body, the supporting ring is positioned on the outer wall of one side of the supporting column rod, three through holes are formed in the outer wall of one side of the four supporting columns in an equidistant distribution mode, reinforcing blocks in a bow-shaped structure are clamped on the outer walls of the tops of the four supporting columns, the inner walls of two sides of each reinforcing block penetrate through the inner walls of the through holes through fixing rods, jacks are formed in two ends of the bottom of each reinforcing block, reinforcing piles are arranged on the inner walls of the jacks, positioning blocks are fixedly arranged at one ends of the tops of the four supporting columns, settling holes are formed in one ends of the tops of the positioning blocks, and piling blocks are arranged on the inner walls of the settling holes, one end of the bottom of the pile driving block is fixedly provided with a vertical downward anti-falling ground pile.
Preferably, the mounting hole is opened on one side of the top outer wall of the base main body, the fixed spacing post that is equipped with of bottom inner wall of mounting hole, the fixed first screw thread reference column that uses the axis of mounting hole to distribute as the equidistance of centre of a circle that is equipped with in top one side of base main body, the fixed second screw thread reference column that uses the axis of mounting hole to distribute as the equidistance of centre of a circle that is equipped with of lateral wall of base main body.
Preferably, the reinforcing mechanism is wrapped with four base shells, four first fixing holes are formed in one side of the top of each base shell and are distributed equidistantly, second fixing holes are formed in the side walls of the four base shells and are distributed equidistantly, the first thread positioning columns are located on the inner walls of the first fixing holes, and the second thread positioning columns are located on the inner walls of the second fixing holes.
Preferably, four the both sides outer wall of base shell is fixed and is equipped with first stationary blade, open one side of first stationary blade has first expansion mouth, four the one end outer wall of support column is opened there is the second expansion mouth, the inner wall and the strengthening mechanism swing joint of second expansion mouth and first expansion mouth are passed through the bull stick to one side outer wall of support column.
Preferably, four the jack has been opened to the one end outer wall of support column, the practical dead lever of inner wall that one side outer wall of support column passes through the jack is equipped with two first installation pieces, two the inner wall of first installation piece has the stand through bearing swing joint, the support ring has been cup jointed to top one side of prop rod, the fixed second installation piece that is equipped with four groups equidistance and distributes of lateral wall of support ring, the third movable hole that runs through is opened to one side outer wall of second installation piece, the inner wall that the one end of stand passes through the third movable hole uses bull stick and second installation piece swing joint, makes four side outer walls of prop rod form four triangular bearing structure.
Preferably, the fixed spacing dish that is equipped with in bottom one side of pillar pole, the third fixed orifices that has the equidistance to distribute is opened to the outer wall of spacing dish, first screw thread reference column is located the inner wall of third fixed orifices, the bottom one end of pillar pole is opened there is spacing hole, the inner wall profile in spacing hole matches with the outer wall profile of spacing post, is favorable to improving the fixed effect of pillar pole and base main part.
Preferably, a hoisting disc is fixedly arranged on one side of the top of the support post rod, three hoisting holes distributed at equal intervals are formed in the outer wall of the hoisting disc, and the support post rod is conveniently hoisted by a crane through the hoisting holes formed in the outer wall of the hoisting disc.
S1: firstly, obtaining a position suitable for mounting a wind power station according to measurement, digging a foundation on the ground after the position suitable for wind power generation is determined, wherein the inner wall profile of the foundation is equal to the outer wall profile of the base main body, then, binding reinforcing steel bars on the foundation in a mixing manner, preparing a prefabricated template, then, pouring concrete on the foundation, enabling the structure of the reinforcing steel bar concrete to be consistent with that of the base main body, obtaining the base main body after the reinforcing steel bar concrete is solidified, and fixedly connecting first thread positioning columns arranged on the top and the side wall of the base main body with second thread positioning columns and reinforcing steel bars in the concrete;
s2: then, sleeving a reinforcing mechanism on the outer wall of the top of the base main body, sequentially sleeving four base shells on the outer wall of the base main body, positioning the first thread positioning column on the inner wall of the first fixing hole, positioning the second thread positioning column on the inner wall of the second fixing hole, and screwing a nut on the outer wall of the second fixing hole;
s3: one end of each of the four support columns moves to the inner sides of the two first fixing plates respectively, so that the first movable openings and the second movable openings are overlapped and movably connected with the support columns and the reinforcing mechanism through the rotating rods, reinforcing blocks are installed on one sides of the tops of the four support columns through holes, the reinforcing piles are inserted into the ground through insertion openings formed in the two sides of the bottoms of the reinforcing blocks, the support columns can be installed on the ground preliminarily, then anti-falling piles are inserted into the inner walls of the settlement holes, the anti-falling piles are hammered into the ground through the piling blocks by using a pile driver, and the support columns can be firmly fixed on the ground;
s4: then fixing two first mounting pieces on the side wall of the support column through jacks, wherein the inner walls of the two first mounting pieces are movably connected with the stand column through a bearing, then inserting the bottom of the support column rod into a mounting hole formed in the top of the base main body through a hoisting hole formed in the outer wall of a hoisting disc by using a steel wire winch by using a crane, inserting a limiting hole formed in the bottom of the support column rod into a limiting column arranged at the bottom of the mounting hole, positioning a limiting disc arranged on the side wall of the bottom of the support column rod at the top of the reinforcing mechanism, positioning a first thread positioning column on the inner wall of a third fixing hole, and screwing a nut on the outer wall of the first thread positioning column;
s5: and moving one end of the upright post to the inner sides of the two second mounting pieces, and then using the rotating shaft to be movably connected with one end of the upright post to finish the mounting of the fixed base.
In the technical scheme, the invention provides the following technical effects and advantages:
through the one end strengthening mechanism swing joint of four support columns, the boss is installed through the through hole in top one side of four support columns, some sockets are opened through boss bottom both sides and are used the enhancement stake to peg graft in subaerial, can tentatively install the support column in subaerial, then peg graft the inner wall of settlement hole and go up anti-drop foundation pile, use the pile driver to hammer into ground with anti-drop foundation pile through the pile piece, can be fixed in subaerial firmly with the support column, four support columns can be firm fixed subaerial, can support strengthening mechanism, strengthening mechanism fixes the outer wall at the base main part, the stable effect of base main part has been improved, even the root is pulled up when avoiding wind generating set to meet the typhoon.
The side walls of the supporting columns are fixedly provided with the two first mounting pieces through the jacks, the inner walls of the two first mounting pieces are movably connected with the stand column through the bearings, one end of the top of the stand column is moved to the inner sides of the two second mounting pieces, and then the rotating shaft is movably connected with one end of the stand column, so that four outer walls of four sides of the supporting column rod form four triangular supporting structures.
Drawings
In order to more clearly illustrate the embodiments of the present application or technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to the drawings.
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a perspective view of a support ring according to the present invention;
FIG. 3 is a schematic perspective view of a base body according to the present invention;
FIG. 4 is a cross-sectional view of a base body according to the present invention;
FIG. 5 is a schematic view of a reinforcing mechanism according to the present invention;
FIG. 6 is a schematic perspective view of a base housing according to the present invention;
FIG. 7 is a schematic perspective view of a support post according to the present invention;
fig. 8 is a perspective view of the prop rod of the present invention.
Description of reference numerals:
the anti-dropping device comprises a base body 1, a mounting hole 2, a first thread positioning column 3, a second thread positioning column 4, a limiting column 5, a base shell 6, a first fixing hole 7, a second fixing hole 8, a first fixing sheet 9, a first moving port 10, a supporting column 11, a column 11-1, a second moving port 12, a through hole 13, a reinforcing block 14, a reinforcing pile 15, a positioning block 16, a settling hole 17, a pile driving block 18, an anti-dropping ground pile 19, a jack 20, a first mounting sheet 21, a column rod 22, a support ring 23, a second mounting sheet 24, a third moving hole 25, a limiting hole 26, a limiting disc 27, a third fixing hole 28, a hoisting disc 29 and a hoisting hole 30.
Detailed Description
In order to make the technical solutions of the present invention better understood, those skilled in the art will now describe the present invention in further detail with reference to the accompanying drawings.
Example one
Referring to the attached drawings 1-8 of the specification, the fixing base of the anti-typhoon wind power generation equipment comprises a base main body 1, a reinforcing mechanism, four supporting columns 11, a supporting column rod 22 and a supporting ring 23, wherein one side of the outer wall of the top of the base main body 1 is provided with a mounting hole 2, the inner wall of the bottom of the mounting hole 2 is fixedly provided with a limiting column 5, one side of the top of the base main body 1 is fixedly provided with first thread positioning columns 3 which are distributed equidistantly by taking the central axis of the mounting hole 2 as the center of a circle, the side wall of the base main body 1 is fixedly provided with second thread positioning columns 4 which are distributed equidistantly by taking the central axis of the mounting hole 2 as the center of a circle, the reinforcing mechanism is coated with four base shells 6, one side of the tops of the four base shells 6 is provided with first fixing holes 7 which are distributed equidistantly, the side walls of the four base shells 6 are provided with second fixing holes 8 which are distributed equidistantly, and the first thread positioning columns 3 are positioned on the inner walls of the first fixing holes 7, the second threaded positioning column 4 is located on the inner wall of the second fixing hole 8.
Example two
On the basis of embodiment one, the outer wall of strengthening mechanism cladding in base main part 1, four support columns 11 are located four sides of strengthening mechanism, pillar pole 22 is located the top of base main part 1, support ring 23 is located one side outer wall of pillar pole 22, the through hole 13 that has three equidistance and distributes is opened to one side outer wall of four support columns 11, the top outer wall joint of four support columns 11 has the boss 14 that is "bow" shape structure, the inner wall of the both sides inner wall of boss 14 passes through the inner wall of through hole 13 through the dead lever, open at the bottom both ends of boss 14 has the socket, the inner wall of socket is equipped with reinforced pile 15, the fixed locating piece 16 that is equipped with of one end of four support columns 11, locating piece 16 top one end is opened there is settlement hole 17, the inner wall of settlement hole 17 is equipped with pile driving piece 18, pile driving piece 18 bottom one end is fixed and is equipped with vertical decurrent ground pile 19.
EXAMPLE III
Based on the basis of the first embodiment, the outer walls of the two sides of the four base shells 6 are fixedly provided with the first fixing pieces 9, one side of each first fixing piece 9 is provided with the first movable opening 10, the outer wall of one end of each of the four supporting columns 11 is provided with the second movable opening 12, and the outer wall of one side of each supporting column 11 passes through the inner walls of the second movable opening 12 and the first movable opening 10 through the rotating rod to be movably connected with the reinforcing mechanism.
Example four
Based on the first embodiment, the outer walls of one ends of the four supporting columns 11 are provided with the insertion holes 20, the outer wall of one side of each supporting column 11 is provided with two first mounting pieces 21 through practical fixing rods of the inner walls of the insertion holes 20, the inner walls of the two first mounting pieces 21 are movably connected with the upright post 11-1 through bearings, one side of the top of the supporting column rod 22 is sleeved with the supporting ring 23, the side wall of the supporting ring 23 is fixedly provided with four groups of second mounting pieces 24 which are distributed equidistantly, the outer wall of one side of each second mounting piece 24 is provided with the through third movable hole 25, one end of the upright post 11-1 is movably connected with the second mounting pieces 24 through the inner walls of the third movable holes 25 through the rotating rods, and the outer walls of the four sides of the supporting column rod 22 form a supporting structure with four triangles.
EXAMPLE five
Based on the first embodiment, a limiting disc 27 is fixedly arranged on one side of the bottom of the pillar rod 22, third fixing holes 28 are formed in the outer wall of the limiting disc 27 and are distributed equidistantly, the first threaded positioning column 3 is located on the inner wall of the third fixing hole 28, a limiting hole 26 is formed in one end of the bottom of the pillar rod 22, the inner wall profile of the limiting hole 26 is matched with the outer wall profile of the limiting column 5, the fixing effect of the pillar rod 22 and the base body 1 is improved beneficially, a hoisting disc 29 is fixedly arranged on one side of the top of the pillar rod 22, three hoisting holes 30 are formed in the outer wall of the hoisting disc 29 and are distributed equidistantly, and the pillar rod 22 is hoisted conveniently through a crane through the hoisting holes 30 formed in the outer wall of the hoisting disc 29.
The working principle of the invention is as follows:
referring to the attached drawings 1-8 of the specification, firstly, a reinforcing mechanism is sleeved on the outer wall of the top of a base main body 1, four base shells 6 are sequentially sleeved on the outer wall of the base main body 1, a first threaded positioning column 3 is positioned on the inner wall of a first fixing hole 7, a second threaded positioning column 4 is positioned on the inner wall of a second fixing hole 8, nuts are screwed on the outer wall of the second fixing hole 8, one end of each of four supporting columns 11 moves to the inner sides of two first fixing pieces 9 respectively, so that a first movable opening 10 and a second movable opening 12 are overlapped and movably connected with the supporting columns 11 and the reinforcing mechanism through a rotating rod, reinforcing blocks 14 are installed on one sides of the tops of the four supporting columns 11 through holes 13, reinforcing piles 15 are inserted on the ground through inserting holes formed in two sides of the bottoms of the reinforcing blocks 14, the supporting columns 11 can be installed on the ground, then, anti-falling ground piles 19 are inserted on the inner walls of settling holes 17 preliminarily, the anti-drop pile 19 is hammered into the ground through the pile driving block 18 by using a pile driver, the support column 11 can be firmly fixed on the ground, then two first installation pieces 21 are fixed on the side wall of the support column 11 through the insertion holes 20, the inner walls of the two first installation pieces 21 are movably connected with the upright post 11-1 through the bearing, then the bottom of the support column rod 22 is inserted into the installation hole 2 formed in the top of the base body 1 through the hoisting hole 30 formed in the outer wall of the hoisting disc 29 by using a crane through a steel wire winch, the limiting hole 26 formed in the bottom of the support column rod 22 is inserted into the limiting column 5 arranged at the bottom of the installation hole 2, the limiting disc 27 arranged on the side wall of the bottom of the support column rod 22 is positioned at the top of the reinforcing mechanism, the first threaded positioning column 3 is positioned on the inner wall of the third fixing hole 28, the nut is screwed on the outer wall of the first threaded positioning column 3, one end of the upright post 11-1 is moved to the inner sides of the two second installation pieces 24, then the rotating shaft is movably connected with one end of the upright post 11-1, and the fixed base is installed.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the invention. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the invention.
Claims (8)
1. The utility model provides an anti-typhoon wind power generation equipment unable adjustment base, includes base main part (1), reinforcing mechanism, four support columns (11), pillar pole (22) and support ring (23), reinforcing mechanism cladding is in the outer wall of base main part (1), four support columns (11) are located four sides of reinforcing mechanism, pillar pole (22) are located the top of base main part (1), support ring (23) are located one side outer wall of pillar pole (22), its characterized in that: four one side outer wall of support column (11) is opened through hole (13) that have three equidistance and distribute, four the top outer wall joint of support column (11) has boss (14) that is "bow" shape structure, the inner wall that the both sides inner wall of boss (14) passes through hole (13) through the dead lever, open at the bottom both ends of boss (14) has the socket, the inner wall of socket is equipped with reinforced pile (15), four the one end of support column (11) is fixed and is equipped with locating piece (16), locating piece (16) top one end is opened there is subside hole (17), the inner wall of subside hole (17) is equipped with pile driving piece (18), pile driving piece (18) bottom one end is fixed and is equipped with vertical decurrent ground stake (19).
2. A typhoon-resistant wind power plant securing base according to claim 1, characterised in that: open the top outer wall one side of base main part (1) has mounting hole (2), the fixed spacing post (5) that is equipped with of bottom inner wall of mounting hole (2), the fixed first screw thread reference column (3) that are distributed as centre of a circle equidistance that uses the axis of mounting hole (2) that are equipped with in top one side of base main part (1), the fixed second screw thread reference column (4) that are distributed as the centre of a circle equidistance that uses the axis of mounting hole (2) that are equipped with of lateral wall of base main part (1).
3. A typhoon-resistant wind power plant securing base according to claim 2, characterised in that: strengthening mechanism cladding has four base shell (6), four open top one side of base shell (6) has first fixed orifices (7) that the equidistance distributes, four the lateral wall of base shell (6) is opened has second fixed orifices (8) that the equidistance distributes, first screw thread reference column (3) are located the inner wall of first fixed orifices (7), second screw thread reference column (4) are located the inner wall of second fixed orifices (8).
4. A typhoon-resistant wind power plant securing base according to claim 3, characterised in that: four the both sides outer wall of base shell (6) is fixed and is equipped with first stationary blade (9), open one side of first stationary blade (9) has first movable mouthful (10), four the one end outer wall of support column (11) is opened has second movable mouthful (12), the inner wall and the strengthening mechanism swing joint of second movable mouthful (12) and first movable mouthful (10) are passed through the bull stick to one side outer wall of support column (11).
5. A typhoon-resistant wind power plant securing base according to claim 1, characterised in that: four the one end outer wall of support column (11) is opened there are jack (20), the practical dead lever of inner wall that one side outer wall of support column (11) passes through jack (20) is equipped with two first installation pieces (21), two the inner wall of first installation piece (21) has stand (11-1) through bearing swing joint, support ring (23) have been cup jointed to top one side of support column pole (22), the fixed second installation piece (24) that are equipped with four groups of equidistance and distribute of lateral wall of support ring (23), third movable hole (25) that have run through are opened to one side outer wall of second installation piece (24), the inner wall that the one end of stand (11-1) passes through third movable hole (25) uses bull stick and second installation piece (24) swing joint.
6. A typhoon-resistant wind power plant securing base according to claim 1, characterised in that: the fixed spacing dish (27) that is equipped with in bottom one side of pillar pole (22), the outer wall of spacing dish (27) is opened has third fixed orifices (28) that the equidistance distributes, first screw thread reference column (3) are located the inner wall of third fixed orifices (28), the bottom one end of pillar pole (22) is opened has spacing hole (26), the inner wall profile of spacing hole (26) matches with the outer wall profile of spacing post (5).
7. A typhoon-resistant wind power plant securing base according to claim 1, characterised in that: a hoisting disc (29) is fixedly arranged on one side of the top of the support post rod (22), and three hoisting holes (30) distributed at equal intervals are formed in the outer wall of the hoisting disc (29).
8. Method for mounting a wind power plant anchoring base according to any of the claims 1 to 7, characterised in that it comprises the following operating steps:
step 1: firstly, obtaining a position suitable for mounting a wind power station according to measurement, digging out a foundation on the ground after determining the position suitable for wind power generation, wherein the inner wall profile of the foundation is equal to the outer wall profile of the base main body (1), then, mixing and binding steel bars on the foundation and preparing a prefabricated template, then, pouring concrete on the foundation, wherein the structure of the reinforced concrete is consistent with that of the base main body (1), the base main body (1) is obtained after the reinforced concrete is solidified, and a first thread positioning column (3) arranged on the top and the side wall of the base main body (1) is fixedly connected with a second thread positioning column (4) and the steel bars in the concrete;
step 2: then, a reinforcing mechanism is sleeved on the outer wall of the top of the base main body (1), four base shells (6) are sequentially sleeved on the outer wall of the base main body (1), the first thread positioning column (3) is positioned on the inner wall of the first fixing hole (7), the second thread positioning column (4) is positioned on the inner wall of the second fixing hole (8), and a nut is screwed on the outer wall of the second fixing hole (8);
and step 3: one end of each of the four support columns (11) moves to the inner sides of the two first fixing plates (9) respectively, the first movable opening (10) and the second movable opening (12) are overlapped to enable the support columns (11) to be movably connected with the reinforcing mechanism through the rotating rod, reinforcing blocks (14) are installed on one sides of the tops of the four support columns (11) through holes (13), inserting reinforcing piles (15) are inserted into the ground through inserting openings formed in the two sides of the bottoms of the reinforcing blocks (14), the support columns (11) can be installed on the ground preliminarily, then anti-falling ground piles (19) are inserted into the inner walls of the settlement holes (17), the anti-falling ground piles (19) are hammered into the ground through pile driving blocks (18) through a pile driver, and the support columns (11) can be firmly fixed on the ground;
and 4, step 4: then fixing two first mounting pieces (21) on the side wall of a support column (11) through a jack (20), wherein the inner walls of the two first mounting pieces (21) are movably connected with a stand column (11-1) through a bearing, then inserting the bottom of a support column rod (22) into a mounting hole (2) formed in the top of a base main body (1) through a hoisting hole (30) formed in the outer wall of a hoisting disc (29) by using a crane through a steel wire winch, inserting a limiting hole (26) formed in the bottom of the support column rod (22) into a limiting column (5) arranged at the bottom of the mounting hole (2), a limiting disc (27) arranged on the side wall of the bottom of the support column rod (22) is positioned at the top of a reinforcing mechanism, a first thread positioning column (3) is positioned on the inner wall of a third fixing hole (28), and a nut is screwed on the outer wall of the first thread positioning column (3);
and 5: one end of the upright post (11-1) is moved to the inner sides of the two second mounting pieces (24), and then the rotating shaft is movably connected with one end of the upright post (11-1), so that the fixed base is mounted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111436633.3A CN114033624B (en) | 2021-11-30 | 2021-11-30 | Typhoon-resistant wind power generation equipment fixing base |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111436633.3A CN114033624B (en) | 2021-11-30 | 2021-11-30 | Typhoon-resistant wind power generation equipment fixing base |
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| Publication Number | Publication Date |
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| CN114033624A true CN114033624A (en) | 2022-02-11 |
| CN114033624B CN114033624B (en) | 2023-09-19 |
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2021
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